[1]黄志伟,黄侨,任远.基于程度分析的中小桥梁评估方法[J].东南大学学报(自然科学版),2012,42(2):358-362.[doi:10.3969/j.issn.1001-0505.2012.02.031]
 Huang Zhiwei,Huang Qiao,Ren Yuan.Assessment method of existing bridge with mid-small span based on degree analysis theory[J].Journal of Southeast University (Natural Science Edition),2012,42(2):358-362.[doi:10.3969/j.issn.1001-0505.2012.02.031]
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基于程度分析的中小桥梁评估方法()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
42
期数:
2012年第2期
页码:
358-362
栏目:
交通运输工程
出版日期:
2012-03-20

文章信息/Info

Title:
Assessment method of existing bridge with mid-small span based on degree analysis theory
作者:
黄志伟 黄侨 任远
东南大学交通学院, 南京 210096
Author(s):
Huang Zhiwei Huang Qiao Ren Yuan
School of Transportation, Southeast University, Nanjing 210096, China
关键词:
桥梁 评估 程度分析 心理测量 定量化
Keywords:
bridge assessment degree analysis psychological measurement quantification
分类号:
U446.3
DOI:
10.3969/j.issn.1001-0505.2012.02.031
摘要:
考虑到公路和城市桥梁评估规范结果可能存在的差异,对城市内的原公路桥梁提出基于程度分析理论的评估方法.首先,采用心理测量试验和定性问题的定量描述研究评估标度及扣分值; 其次,基于桥梁评估规范确定缺损、构件及部件的权重; 然后,引入桥梁缺损对结构使用功能影响系数及缺损发展变化状况修正系数得到缺损最终扣分值; 最后,结合分层加权方法计算各部件及全桥的技术状况评分.结果表明,采用基于程度分析的桥梁评估方法计算得到的全桥评分低于城市规范评分但高于公路规范评分.当基于不同规范得到的评估结论出现较大差异时,程度分析方法可作为一种辅助的评估方法.
Abstract:
With the consideration of a discrepancy between results of highway and city bridge assessment criteria, an assessment method based on the degree analysis theory is proposed for bridges in city previously belonging to highway. First, evaluation level and deducted score are determined by psychological measurement experiment and quantitative expression. Secondly, the weights of defects, members and components are determined according to bridge evaluation codes. Thirdly, final deducted scores induced by the defects are calculated by applying the coefficients of in-service performance and development trend. Finally, technical condition assessment scores of each component of bridge and entire structure are calculated by applying the hierarchical weighted method. The investigation results show that the assessment scores calculated from the proposed method are lower than those from the city codes but higher than those from the highway codes. The proposed method is a good alternative when there is a great discrepancy between evaluation conclusions of highway and city bridge assessment criteria.

参考文献/References:

[1] 中华人民共和国交通部.JTG H11—2004 公路桥涵养护规范[S].北京:人民交通出版社,2004.
[2] 中华人民共和国建设部.CJJ 99—2003 城市桥梁养护技术规范[S].北京:中国建筑工业出版社,2003.
[3] 中华人民共和国交通运输部.JTG/T H21—2011 公路桥梁技术状况评定标准[S].北京:人民交通出版社,2011.
[4] 严建玮,王立彬.两种相关桥梁养护规范的比较研究[C] //第五届全国土木工程研究生学术论坛.长沙,2007:305-308.
  Yan Jianwei,Wang Libin.Comparisons and research of two codes for maintenance on bridge[C] //Collection of the 5th National Civil Engineering Forum for Graduate Students.Changcha,China,2007:305-308.(in Chinese)
[5] 骆正清,杨善林.层次分析法中几种标度的比较[J].系统工程理论与实践,2004(9):51-60.
  Luo Zhengqing,Yang Shanlin.Comparative study on several scales in AHP[J].Systems Engineering—Theory and Practice,2004(9):51-60.(in Chinese)
[6] Sasmal S,Ramanjaneyulu K.Condition evaluation of existing reinforced concrete bridges using fuzzy based analytic hierarchy approach[J].Expert Systems with Applications,2008,35(3):1430-1443.
[7] Sasmal S,Ramanjaneyulu K,Gopalakrishnan S,et al.Fuzzy logic based condition rating of existing reinforced concrete bridges[J].Journal of Performance of Constructed Facilities,2006,20(3):261-273.
[8] Kawamura K,Miyamoto A.Condition state evaluation of existing reinforced concrete bridges using neuro-fuzzy hybrid system[J].Computers and Structures,2003,81(18/19):1931-1940.
[9] Huang Q,Ren Y,Lin Y Z.Application of uncertain type of AHP to condition assessment of cable-stayed bridges[J].Journal of Southeast University:English Edition,2007,23(4):599-603.
[10] 黄侨,唐海红,任远.基于模糊理论的大跨度桥梁评估理论研究[J].公路交通科技,2010,27(1):62-66.
  Huang Qiao,Tang Haihong,Ren Yuan.Study of assessment theory of long-span bridges based on fuzzy theory[J].Journal of Highway and Transportation Research and Development,2010,27(1):62-66.(in Chinese)
[11] 汪培庄.模糊集与随机集落影[M].北京:北京师范大学出版社,1985.
[12] 解志坚,薄玉成.集值统计程度分析法在武器评价中的应用[J].火炮发射与控制学报,2004(3):12-15.
  Xie Zhijian,Bo Yucheng.Application of level analysis of set statistics in weapon evaluation[J].Gun Launch and Control Journal,2004(3):12-15.(in Chinese)
[13] 刘兆惠,许洪国,王超.程度分析法在道路安全性评价中的应用[J].长春理工大学学报,2006,29(3):113-115.
  Liu Zhaohui,Xu Hongguo,Wang Chao.Application of grade analysis method on road safety evaluation[J].Journal of Changchun University of Science and Technology,2006,29(3):113-115.(in Chinese)
[14] 萨蒂.层次分析法——在资源分配、管理和冲突分析中的应用[M].许树柏,等译.北京:煤炭工业出版社,1988.
[15] Zhang Q,Nishimura T.A method of evaluation for scaling in the analytic hierarchy process[C] //IEEE International Conference on Systems,Man,and Cybernetics.Beijing,China,1996,3:1888-1893.
[16] 黄志伟,黄侨,任远.基于养护规范的既有桥梁技术状况评估方法再研究[C] //2011年全国桥梁学术会议论文集.绍兴,2011:979-984.
  Huang Zhiwei,Huang Qiao,Ren Yuan.Research on technical condition assessment methods of codes for maintenance of existing bridge [C] //Proceedings of 2011 National Bridge Conference.Shaoxing,China,2011:979-984.(in Chinese)

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备注/Memo

备注/Memo:
作者简介: 黄志伟(1981—),男,博士生; 黄侨(联系人),男,博士,教授,博士生导师,qhuanghit@126.com.
基金项目: 高等学校博士学科点专项科研基金新教师类资助项目(20090092120046)、吉林省交通厅交通科技资助项目(2010).
引文格式: 黄志伟,黄侨,任远.基于程度分析的中小桥梁评估方法[J].东南大学学报:自然科学版,2012,42(2):358-362. [doi:10.3969/j.issn.1001-0505.2012.02.031]
更新日期/Last Update: 2012-03-20